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浏览/检索结果: 共9条，第1-9条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 Effects of periodic saturation on K-0 for a sandstone-mudstone particle mixture 期刊论文 Marine Georesources and Geotechnology, 2019 作者:  Qiu, Zhenfeng;  Wang, Junjie;  Chen, Yulong;  Yang, Yang;  Li, Yongsuo 收藏  |  浏览/下载：16/0  |  提交时间：2019/12/24 Coefficient of lateral pressure  periodic saturation  mudstone particle content  vertical stress  sandstone-mudstone particle mixture   Rheological Behavior and Modeling of a Crushed Sandstone-Mudstone Particle Mixture 期刊论文 Processes, 2018, 卷号: 6, 期号: 10, 页码: 192- 作者:  Qiu, Zhenfeng*;  Cao, Ting*;  Li, Yongsuo*;  Wang, Junjie*;  Chen, Yulong* 收藏  |  浏览/下载：9/0  |  提交时间：2019/12/24 sandstone and mudstone particles  rheological deformation  segmented rheological model  rheological limit strain  rheological test   Research of surface settlement for a single arch long-span subway station using the Pipe-roof Pre-construction Method 期刊论文 Tunnelling and Underground Space Technology, 2018, 卷号: 72, 页码: 210-217 作者:  Yang, Xian*;  Li, Yongsuo 收藏  |  浏览/下载：9/0  |  提交时间：2019/12/24 Pipe-roof Pre-construction Method  Single arch long-span subway station  Surface settlement  Modified Peck formula   Research of surface settlement for a single arch long-span subway station using the Pipe-roof Pre-construction Method 期刊论文 Tunnelling and Underground Space Technology, 2018, 卷号: Vol.72, 页码: 210-217 作者:  Yang, Xian;  Li, Yongsuo 收藏  |  浏览/下载：10/0  |  提交时间：2019/12/26 Pipe-roof Pre-construction Method  Single arch long-span subway station  Surface settlement  Modified Peck formula   Instability mechanism of sublevel filling pillar and its reasonable size in steeply inclined coal seam 期刊论文 Journal of Mining and Safety Engineering, 2018, 卷号: Vol.35 No.1, 页码: 49-57 作者:  Yao, Qi;  Feng, Tao;  Liao, Ze;  Li, Yongsuo 收藏  |  浏览/下载：16/0  |  提交时间：2019/12/26 Bearing Capacity of the New Composite Foundation with Discrete Material-Concrete Compound Piles 期刊论文 Geotechnical and Geological Engineering, 2017, 卷号: 35, 期号: 4, 页码: 1439-1451 作者:  Guo, Youlin;  Zhao, Minghua;  Fu, Guihai;  Li, Yongsuo;  Yu, Pengfei 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/24 Bearing capacity  Composite foundation  Concrete  Discrete material  Numerical calculation   隧道不良地质体的模型试验及检测信号频谱分析 期刊论文 湖南城市学院学报(自然科学版), 2017, 卷号: 26, 期号: 4, 页码: 1-5 作者:  张胜;  黎永索;  范天成;  蒋东宇;  曾健#&#&#ZHANG Sheng 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/24 隧道工程  不良地质体  模型试验  频谱分析  地质雷达   Bearing Capacity of the New Composite Foundation with Discrete Material-Concrete Compound Piles 期刊论文 Geotechnical and Geological Engineering, 2017, 卷号: Vol.35 No.4, 页码: 1439-1451 作者:  Guo, Youlin;  Zhao, Minghua;  Fu, Guihai;  Li, Yongsuo;  Yu, Pengfei 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/31 Composite foundation  Discrete material  Concrete  Bearing capacity  Numerical calculation   Analysis of lining water pressure of high-pressure water-rich karst tunnel based on fluid-structure interaction 期刊论文 International Journal of Earth Sciences and Engineering, 2016, 卷号: 9, 期号: 5, 页码: 2089-2095 作者:  Ma, Yanna;  Yang, Junsheng;  Wang, Yiming;  Li, Yongsuo 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/24 Conformal conversion  Fluidstructure interaction  High-pressure water-rich karst tunnel  Water pressure of lining